Affect of Spatial and Temporal Discretization in the Numerical Solution of One-Dimensional Variably Saturated Flow Equation

M. S. Islam
M. S. Islam
R. Ahamad
R. Ahamad
Shahjalal University of Science and Technology

Send Message

To: Author

Affect of Spatial and Temporal Discretization in the Numerical Solution of One-Dimensional Variably Saturated Flow Equation

Article Fingerprint

ReserarchID

6Q1JR

Affect of Spatial and Temporal Discretization in the Numerical Solution of One-Dimensional Variably Saturated Flow Equation Banner

AI TAKEAWAY

Connecting with the Eternal Ground
  • English
  • Afrikaans
  • Albanian
  • Amharic
  • Arabic
  • Armenian
  • Azerbaijani
  • Basque
  • Belarusian
  • Bengali
  • Bosnian
  • Bulgarian
  • Catalan
  • Cebuano
  • Chichewa
  • Chinese (Simplified)
  • Chinese (Traditional)
  • Corsican
  • Croatian
  • Czech
  • Danish
  • Dutch
  • Esperanto
  • Estonian
  • Filipino
  • Finnish
  • French
  • Frisian
  • Galician
  • Georgian
  • German
  • Greek
  • Gujarati
  • Haitian Creole
  • Hausa
  • Hawaiian
  • Hebrew
  • Hindi
  • Hmong
  • Hungarian
  • Icelandic
  • Igbo
  • Indonesian
  • Irish
  • Italian
  • Japanese
  • Javanese
  • Kannada
  • Kazakh
  • Khmer
  • Korean
  • Kurdish (Kurmanji)
  • Kyrgyz
  • Lao
  • Latin
  • Latvian
  • Lithuanian
  • Luxembourgish
  • Macedonian
  • Malagasy
  • Malay
  • Malayalam
  • Maltese
  • Maori
  • Marathi
  • Mongolian
  • Myanmar (Burmese)
  • Nepali
  • Norwegian
  • Pashto
  • Persian
  • Polish
  • Portuguese
  • Punjabi
  • Romanian
  • Russian
  • Samoan
  • Scots Gaelic
  • Serbian
  • Sesotho
  • Shona
  • Sindhi
  • Sinhala
  • Slovak
  • Slovenian
  • Somali
  • Spanish
  • Sundanese
  • Swahili
  • Swedish
  • Tajik
  • Tamil
  • Telugu
  • Thai
  • Turkish
  • Ukrainian
  • Urdu
  • Uzbek
  • Vietnamese
  • Welsh
  • Xhosa
  • Yiddish
  • Yoruba
  • Zulu
Font Type
Font Size
Font Size
Bedground

Abstract

Numerical simulation of the Richards’ equation in dynamically saturated soils keeps on being a difficult assignment because of its highly non-linear course of action. This is especially evident as soils approach saturation and the conduct of the principal partial differential equation changes from elliptic to parabolic. In this study, we developed a numerical model for solving Richards’ equation with regards to finite element approach in which pressure head-based scheme is proposed to approximate the governing equation, and mass-lumping techniques are used to maintain stability of the numerical simulation. Dynamic adaptive time stepping procedure is implemented in the Picard and Newton linearization schemes. The robustness and accuracy of the numerical model were demonstrated through simulation of two difficult tests, including sharp moisture front that infiltrates into the soil column with time dependent boundary condition and flow into a layered soil with variable initial conditions.

References

34 Cites in Article
  1. C Miller,G Williams,C Kelly,M Tocci (1998). Robust solution of Richards' equation for nonuniform porous media.
  2. Peter Huyakorn,George Pinder (1983). Introduction.
  3. Claudio Paniconi,Alvaro Aldama,Eric Wood (1991). Numerical evaluation of iterative and noniterative methods for the solution of the nonlinear Richards equation.
  4. M Celia,E Bouloutas,R Zarba (1990). A General mass-conservative numerical solution for the unsaturated flow equation.
  5. L Abriola,J Lang,J (1990). Self-adaptive finite element solution of the one dimensional unsaturated flow equation.
  6. Jordi Grifoll,Yoram Cohen (1999). A front‐tracking numerical algorithm for liquid infiltration into nearly dry soils.
  7. Michael Tocci,C Kelley,Cass Miller (1997). Accurate and economical solution of the pressure-head form of Richards' equation by the method of lines.
  8. G Williams,C Miller (1999). An evaluation of temporally adaptive transformation approaches for solving Richards' equation.
  9. D Kavetski,P Binning,S Sloan (2001). Adaptive time stepping and error control in a mass conservative numerical solution of the mixed form of Richards equation.
  10. Dmitri Kavetski,Philip Binning,Scott Sloan (2002). Noniterative time stepping schemes with adaptive truncation error control for the solution of Richards equation.
  11. C Paniconi,M Putti (1994). A comparison of Picard and Newton iteration in the numerical solution of multidimensional variably saturated flow problems.
  12. Claudia Fassino,Gianmarco Manzini (1998). Fast-secant algorithms for the non-linear Richards equation.
  13. L Bergamaschi,M Putti (1999). Mixed finite elements and Newton-type linearizations for the solution of Richards' equation.
  14. J Jones,C Woodward (2000). Preconditioning Newton-Krylov methods for variably saturated flow.
  15. F Lehmann,P Ackerer (1998). Comparison of Iterative Methods for Improved Solutions of the Fluid Flow Equation in Partially Saturated Porous Media.
  16. C D'haese,M Putti,C Paniconi,N Verhoest (2007). Assessment of adaptive and heuristic time stepping for variably saturated flow.
  17. P Forsyth,Y Wu,K Pruess (1995). Robust numerical methods for saturated-unsaturated flow with dry initial conditions in heterogeneous media.
  18. P Milly (1985). A mass-conservative procedures for time-stepping in models of unsaturated flow.
  19. L Pan,A Warrick,P Wierenga (1996). Finite element methods for modeling water flow in variably saturated porous media: numerical oscillation and massdistributed schemes.
  20. R Hills,I Porro,D Hudson,P Wierenga (1989). Modeling one‐dimensional infiltration into very dry soils: 1. Model development and evaluation.
  21. R Mansell,Liwang Ma,L Ahuja,S Bloom (2002). Adaptive Grid Refinement in Numerical Models for Water Flow and Chemical Transport in Soil: A Review.
  22. H Diersch,P Perrochet (1999). On the primary variable switching technique for simulating unsaturated–saturated flows.
  23. Michael Celia,Philip Binning (1992). A mass conservative numerical solution for two‐phase flow in porous media with application to unsaturated flow.
  24. K Huang,B Mohanty,M Van Genuchten (2005). A new convergence criterion for the modified Picard iteration method to solve the variably saturated flow equation.
  25. R Brooks,A Corey (1966). Properties of porous media affecting fluid flow.
  26. M Van Genuchten (1980). A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils.
  27. Myron Allen,Carolyn Murphy (1986). A Finite‐Element Collocation Method for Variably Saturated Flow in Two Space Dimensions.
  28. K Zadeh,S Shah (2010). Mathematical modeling and parameter estimation of axonal cargo transport.
  29. Kouroush Zadeh (2008). Parameter estimation in flow through partially saturated porous materials.
  30. Klaus Rathfelder,Linda Abriola (1994). Mass conservative numerical solutions of the head‐based Richards equation.
  31. M Camporese,C Paniconi,M Putti,S Orlandini (2010). Surface-subsurface flow modeling with path-based runoff routing, boundary condition-based coupling, and assimilation of multisource observation data.
  32. Vincenzo Casulli,Paola Zanolli (2010). A Nested Newton-Type Algorithm for Finite Volume Methods Solving Richards' Equation in Mixed Form.
  33. D Mcbride,M Cross,N Croft,C Bennett,J Gebhardt (2006). Computational modelling of variably saturated flow in porous media with complex three‐dimensional geometries.
  34. F Marinelli,D Durnford (1998). Semi analytical solution to Richards' equation for layered porous media.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

M. S. Islam. 2020. \u201cAffect of Spatial and Temporal Discretization in the Numerical Solution of One-Dimensional Variably Saturated Flow Equation\u201d. Global Journal of Science Frontier Research - F: Mathematics & Decision GJSFR-F Volume 20 (GJSFR Volume 20 Issue F7).

Download Citation

Journal Specifications

Crossref Journal DOI 10.17406/GJSFR

Print ISSN 0975-5896

e-ISSN 2249-4626

Keywords
Classification
GJSFR-F Classification MSC 2010: 37M15
Version of record

v1.2

Issue date
November 23, 2020

Language
en
Experiance in AR

Explore published articles in an immersive Augmented Reality environment. Our platform converts research papers into interactive 3D books, allowing readers to view and interact with content using AR and VR compatible devices.

Read in 3D

Your published article is automatically converted into a realistic 3D book. Flip through pages and read research papers in a more engaging and interactive format.

Article Matrices
Total Views: 2164
Total Downloads: 1016
2026 Trends
Related Research
Our website is actively being updated, and changes may occur frequently. Please clear your browser cache if needed. For feedback or error reporting, please email [email protected]

Request Access

Please fill out the form below to request access to this research paper. Your request will be reviewed by the editorial or author team.
X

Quote and Order Details

Contact Person

Invoice Address

Notes or Comments

This is the heading

Lorem ipsum dolor sit amet, consectetur adipiscing elit. Ut elit tellus, luctus nec ullamcorper mattis, pulvinar dapibus leo.

High-quality academic research articles on global topics and journals.

Affect of Spatial and Temporal Discretization in the Numerical Solution of One-Dimensional Variably Saturated Flow Equation

M. S. Islam
M. S. Islam <p>Bangladesh University of Engineering and Technology</p>
R. Ahamad
R. Ahamad

Research Journals